ASTM D3966 PDF

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This standard is issued under the fixed designation D ; the number 1 This test method is under the jurisdiction of ASTM Committee D on Soil and Rock. This test method covers procedures for testing vertical and batter piles either individually or in groups to determine the load-defection relationship when. Designation: D – 07Standard Test Methods for Deep Foundations Under Lateral Load1 Test Foundation Preparation 2 For referenced ASTM standards. 2.

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Link to Active This link will always route to the current Active version of the standard.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Note 1 — The quality of the result produced by this test method is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used.

Lateral load tests apply to all deep foundations that function in a manner similar to driven piles or cast in place piles, regardless of their method of installation, and may be used for testing single piles or pile groups.

How one applies the results obtained using this standard is beyond its scope. These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods.

ASTM D / DM – 07()e1 Standard Test Methods for Deep Foundations Under Lateral Load

It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Combining values from the two systems may result in non-conformance with the standard. It is the responsibility of the user of this standard to establish appropriate safety and health practices e3966 determine the applicability of regulatory limitations prior to use.

These test methods also d39666 illustrations and appendices intended only for explanatory or advisory use.

Interested in lateral pile load testing, contact the experienced team at Grout Systems. Combining values from the two systems may result in non-conformance with the standard. The test results may d366 represent the long-term performance of a deep foundation.

This standard does not purport to asgm all of the safety concerns, if any, associated with its use. Users of this standard are expressly adtm that determination of the validity of any such patent rights, and the risk of infringement of such rights, are entirely their own responsibility.

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The test results may not represent the long-term performance of a deep foundation. When performed as part of a multiple-pile test program, results may also be used to assess the viability of different piling types and the variability of the test site.

Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided ast, part of the standard. A foundation designer may evaluate the test results to determine if, after applying an appropriate factor of safety, the pile or pile group has an ultimate lateral capacity and a deflection at service load satisfactory to satisfy specific foundation requirements.

Users of this test method are cautioned that compliance with Practice D does not in itself assure reliable results. Plans, specifications, provisions, or combinations thereof prepared by a qualified engineer may provide additional requirements and procedures as needed to satisfy the objectives of a particular test program.

The engineer in responsible charge of the foundation design, referred to herein as the engineer, shall approve any deviations, deletions, or additions to the requirements of these test methods. Grout Systems Incorporated Grout Systems. In this system, the pound [lbf] represents a unit of force [weight], while the unit for mass is slugs.

Tests that achieve a failure load may help the designer improve the efficiency of the foundation by reducing the piling length, quantity, or size. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

These methods apply to all deep foundations, referred to herein as “pile s ,” that function in a manner similar to driven piles or cast in place piles, regardless of their method of installation, and may be used for testing single piles or pile groups.

See Appendix X1 for comments regarding some of the factors influencing the interpretation of test results. Test results may also provide information used to assess the distribution of lateral resistance along the pile shaft and the long-term load-deflection behavior. These test methods also include illustrations and appendices intended only for explanatory or advisory use. Plans, specifications, provisions, or combinations thereof prepared by a qualified engineer may provide additional requirements and procedures as needed to asfm the objectives of a particular test program.

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Test results may also provide information used to assess the distribution of lateral resistance along the pile shaft and the long-term load-deflection behavior. The text of these test methods references notes and footnotes which provide explanatory material.

Lateral (ASTM D3966)

These notes and footnotes excluding those in tables and figures shall not be considered as requirements of the test methods. The aztm in responsible charge of the foundation design, referred to herein as the engineer, shall approve any c3966, deletions, or additions to the requirements of these test methods. In this system, the pound lbf represents a unit of force weightwhile the unit for mass is slugs. Imperative sentences indicate mandatory provisions. Grout Systems performs lateral load testing based on ASTM D, the standard test method for piles under lateral loads.

The text of these test methods references notes and footnotes which provide explanatory material. Link to Active This link will always route to the current Active version of the standard. Test results can be used to determine if the pile or pile group has an ultimate lateral capacity and a deflection at service load satisfactory to satisfy specific foundation requirements. The test measures the lateral deflection of a vertical or inclined deep foundation when subjected to lateral loading.

Xstm results depend on many factors; Practice D provides a means of evaluating some of asm factors. The word “shall” indicates a mandatory provision, and the word “should” indicates a recommended or advisory provision.

ASTM D – 07 Standard Test Methods for Deep Foundations Under Lateral Load

Imperative sentences indicate mandatory provisions. Specified Lateral Movement Optional. Historical Version s – view previous versions of standard. Users of this standard aastm expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, are entirely their own responsibility.

Lateral Load Tests provide the most reliable relationship between the lateral load applied to a deep foundation and the resulting lateral movement.